Numerical modeling of normal wedge indentation in rocks

This paper deals with the numerical modeling of the problem of wedge indentation into an elasto-plastic half-plane. It focuses on the initial regime of the indentation process (prior to the initiation of a tensile fracture), in which energy is solely dissipated in a diffuse mode. The main issues that need to be addressed in modeling such a problem are first discussed: preservation of self-similarity, accuracy, and computational efficiency. Then, a comparison between numerical and analytical results based on a cavity expansion model is presented. The numerical results are shown to support a major prediction of the cavity expansion model, namely that the indentation process is predominantly controlled by a single number γ, which is a function of the wedge angle, the unconfined compressive strength of the rock, and its elastic modulus.

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Publication Details

Published
2026-02-18
DOI
https://doi.org/10.1201/9781003761365-60
Citations
4
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

Numerical modeling of normal wedge indentation in rocks

Emmanuel Detournay, Branko Damjanac
4 citations
Tunneling and Rock Mechanics
article

Numerical modeling of normal wedge indentation in rocks

Emmanuel Detournay, Branko Damjanac
article en
4 citations

Abstract

This paper deals with the numerical modeling of the problem of wedge indentation into an elasto-plastic half-plane. It focuses on the initial regime of the indentation process (prior to the initiation of a tensile fracture), in which energy is solely dissipated in a diffuse mode. The main issues that need to be addressed in modeling such a problem are first discussed: preservation of self-similarity, accuracy, and computational efficiency. Then, a comparison between numerical and analytical results based on a cavity expansion model is presented. The numerical results are shown to support a major prediction of the cavity expansion model, namely that the indentation process is predominantly controlled by a single number γ, which is a function of the wedge angle, the unconfined compressive strength of the rock, and its elastic modulus.

University of Minnesota System (US)
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Tunneling and Rock Mechanics
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